*HEADING
: ISOPARAMETRIC AND SKEW REBAR UNDER BENDING  [S4]
PADDED WITH SPACES TO TEST THE 132 CHARACTER LIMIT
*PREPRINT,                                                                               ECHO=YES,HISTORY=NO,MODEL=NO
*NODE,NSET=ALL
1, 
2,10.
3,10.,10.
4,0.,10.
*NSET,NSET=LEFT
1,4
*NSET,NSET=BOT
1,2
*ELEMENT,TYPE=S4,ELSET=SHELL
1, 1,2,3,4
*SHELL SECTION,MATERIAL=ELMAT, ELSET=SHELL
2.,3
*REBAR LAYER
REBAR1,1.0,2.5,0,RBMAT1,0,1
REBAR2,1.0,2.5,0,RBMAT2,90,1
REBAR3,1.0,3.5355,0,RBMAT3,45,1
REBAR4,1.0,3.5355,0,RBMAT4,135,1
*MATERIAL,NAME=ELMAT
*ELASTIC
1., 
*MATERIAL,NAME=RBMAT1
*ELASTIC
30.E6, 
*MATERIAL,NAME=RBMAT2
*ELASTIC
30.E6, 
*MATERIAL,NAME=RBMAT3
*ELASTIC
30.E6, 
*MATERIAL,NAME=RBMAT4
*ELASTIC
30.E6, 
*BOUNDARY
ALL,3,6
LEFT,1
BOT,2
*STEP,PERTURBATION
*STATIC
*EL FILE,REBAR=REBAR1
 S,E,
*EL FILE,REBAR=REBAR2
 S,E,
*EL FILE,REBAR=REBAR3
 S,E,
*EL FILE,REBAR=REBAR4
 S,E,
*NODE FILE
 U,RF,COORD
*OUTPUT,FIELD
*NODE OUTPUT
U,RF,COORD
*EL PRINT,REBAR=REBAR1
 S,E,
*EL PRINT,REBAR=REBAR2
 S,E,
*EL PRINT,REBAR=REBAR3
 S,E,
*EL PRINT,REBAR=REBAR4
 S,E,
*NODE PRINT
 U,
 RF,
 COORD,
*CLOAD
2,1,10000.
3,1,10000.
3,2,10000.
4,2,10000.
*ENERGY PRINT
*END STEP
*STEP,NLGEOM
LARGE DISPLACEMENT ANALYSIS
*STATIC
1.,1.
*EL FILE,REBAR=REBAR1
 S,E,
*EL FILE,REBAR=REBAR2
 S,E,
*EL FILE,REBAR=REBAR3
 S,E,
*EL FILE,REBAR=REBAR4
 S,E,
*NODE FILE
 U,RF,COORD
*OUTPUT,FIELD
*NODE OUTPUT
U,RF,COORD
*EL PRINT,REBAR=REBAR1
 S,E,
*EL PRINT,REBAR=REBAR2
 S,E,
*EL PRINT,REBAR=REBAR3
 S,E,
*EL PRINT,REBAR=REBAR4
 S,E,
*NODE PRINT
 U,
 RF,
 COORD,
*CLOAD ,OP=NEW
2,1,10000.
3,1,10000.
3,2,10000.
4,2,10000.
*END STEP